DIME - Test Summary

Summary for Test 2022-02-08-42-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 214702 DEA: 030F2864 EFIS: 0320000123
DIST-CO-RTE-PM	03-SAC-99-7.92 / 8.4
Award Date	06/24/2020
Closeout Date	11/28/2023
Work Description	Remove and replace Consumnes River and Consumnes River Overflow bridge
Location Description	Sacramento County
QA Service Level	1 (Verified on 04/20/2020)

Sample Taken Date	02/08/2022	Sample Unique Key	42
Will the laboratory/organization for which you are a member perform testing on this material sample?	Yes	Date that the sample was received by the laboratory/organization performing the testing	02/08/2022
Sample type	Quality Control	A brief description of the sample	Washed Concrete Sand
The quantity of what the sample constitutes	1 Day	From where was the sample collected	Job Site
First name of sampler or witnessed by	Erik	Last name of sampler or witnessed by	Haagensen
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Elite Ready Mix	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	2576
The fabricator's/manufacturer's product name for the sample		The fabricator/manufacturer designation for the sample
The plant number		A detailed description of where the material sample was collected	Belt
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	fine
The concrete mix design number	CT590	Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-02-08-42

DIME Test ID: 2022-02-08-42-1

Testing Lab: RMA Group - Rancho Cordova

Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates

Test Release Date: 2022-04-07

What size aggregate is being tested?: Fine Aggregate

Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained

For Combined Gradation only, has the fine aggregate sample been reduced?: No

For Combined Gradation only, use #40 Sieve?: No

Input Type: Calculated

Tester's full name: Todd Strait

Date of test: 02/09/2022

Cumulative percent passing the 3/8 in. sieve: 100 %

Cumulative percent passing the #4 sieve: 97 %

Cumulative percent passing the #8 sieve: 89 %

Cumulative percent passing the #16 sieve: 79 %

Cumulative percent passing the #30 sieve: 52 %

Cumulative percent passing the #50 sieve: 21 %

Cumulative percent passing the #100 sieve: 9 %

Cumulative percent passing the #200 sieve: 3.2 %

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/7/2022 ✔